Performance analysis of a jacked-in single pile and pile group in saturated clay ground

Author:

Hoang Lua Thi,Dao Khang Xuan,Xiong Xi,Matsumoto Tatsunori

Publisher

Elsevier BV

Subject

Geotechnical Engineering and Engineering Geology,Civil and Structural Engineering

Reference35 articles.

1. Use of the piezocone test to predict the axial capacity of driven and jacked piles in clay;Almeida;Can. Geotech. J.,1996

2. Andersen, K.H., Andresen, L., Jostad, H.P., Clukey, E.C., 2004. Effect of skirt-tip geometry on set-up outside suction anchors in soft clay. In: ASME 2004 23rd International Conference on Offshore Mechanics and Arctic Engineering, Vancouver, British Columbia, Canada, pp. 1035–1044. https://doi.org/10.1115/OMAE2004-51564.

3. Recommended Practice for Planning, Designing, and Constructing Fixed Offshore Platforms, API RP2A;API,1969

4. Measured pile setup during load testing and production piling: I-15 corridor reconstruction project in Salt lake city, Utah. Transportation research record;Attwooll;J. Transport. Res.,1999

5. Shaft resistance and setup factors for piles jacked in clay;Basu;J. Geotech. Geoenviron. Eng.,2014

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